Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)
- Volume 6 Issue 1
- /
- Pages.213-221
- /
- 2002
- /
- 2234-6937(pISSN)
- /
- 2287-6979(eISSN)
Structural Behavior of the RC Column-Steel Beam Joint with Band Plate
Band Plate로 연결된 RC기둥-철골보 접합부의 이력거동에 관한 실험연구
Abstract
This paper presents the experimental result of Reinforced Concrete column-steel beam joint connected by Band Plates(BP). Main parameters in the test are the shape of BP and thickness of plate. Ten interior and exterior RC column-steel beam joint specimens are designed. Cyclic loads are applied to the beam end of eight specimens (four interior specimens and four exterior specimens). To evaluate the cyclic effect, monotonic loads are acted for two specimens. All specimen showed similar failure pattern such as the plate of BP get torn after the large deformation. Even though the specimen with double cross type BP has lower strength than the specimen with single cross type BP, the energy dissipation capacity of the specimen turned out high. Thus, provided the strength of joint with double cross type to be designed to have suitable strength by increasing the thickness of plate, the joint system may show higher seismic capacity.
Keywords
- RC column-steel beam joint;
- Band Plate;
- single cross type;
- double cross type;
- strength;
- energy dissipation capacity